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Ramp D (US 22) over Harmon Creek, CR 1/3

Map

Coordinates:
+40.39526, -80.56862
40°23'43" N, 80°34'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Ramp D (US 22) over Harmon Creek, CR 1/3
Structure number:00000000005A069
Location:0.01 mi. West jct CR 1
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:138.1 ft. [42.1 m]
Total length:505.3 ft. [154.0 m]
Roadway width between curbs:22.6 ft. [6.9 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:40°
Owner:State Highway Agency [01]
Year built:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,300 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:97.8
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$231,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017GoodGoodGoodGood130097.8
November 2013GoodGoodGoodGood130097.8
November 2011GoodGoodGoodGood130097.8
November 2009GoodGoodVery GoodVery Good150098.8
November 2007GoodGoodVery GoodVery Good150098.8
March 2006GoodGoodVery GoodVery Good130098.8
July 2004GoodVery GoodVery GoodVery Good130098.8
November 2003GoodVery GoodVery GoodVery Good130098.8
November 2001GoodVery GoodVery GoodVery Good153298.8
November 1999GoodVery GoodVery GoodVery Good153298.8
November 1997GoodVery GoodVery GoodVery Good153298.8
November 1995GoodExcellentExcellentExcellent101098.8
November 1993GoodExcellentExcellentExcellent101079.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Closed Web/Box Girderlinear ft.1,5171,517000
Deck
Reinforced Concrete Decksq. ft.13,27111,3391,93200
Wearing Surfacessq. ft.5,2204,22998560
Substructure
Reinforced Concrete Pier Walllinear ft.4242000
Reinforced Concrete Abutmentlinear ft.148974920
Reinforced Concrete Pier Caplinear ft.102101010
Joints
Other Jointlinear ft.5555000
Bearings
Pot Bearingeach1513200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,0111,011000